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- W2360101741 abstract "To evaluate the seismic behavior of steel staggered truss system with composite truss,parameter analysis was carried out with 13 examples by performing elastic response spectrum analysis and elastic time-history analysis.Parameters analyzed here include the effect of height-to-width ratio of the building,the aspect ratio of the truss,the transverse brace arrangement and the damp ratio.General conclusions and suggestions were arrived at by the analysis,which may be used to draw up specification and to guide the practice design.The conclusions and suggestions obtained were as follows:(1) The weakest story of the system lied in the first story;(2) The story drift angle increases with the height-to-width ratio;(3) The rational aspect ratio of the truss is about 1/5;(4) The reinforcement of transverse brace may decrease maximum story drift angle effectively;(5) The damp ratio has large effect on the story drift angle." @default.
- W2360101741 created "2016-06-24" @default.
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- W2360101741 date "2006-01-01" @default.
- W2360101741 modified "2023-09-23" @default.
- W2360101741 title "Study on the rational structural transverse layout of steel staggered truss system with composite truss" @default.
- W2360101741 hasPublicationYear "2006" @default.
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